8.16 Draw the influence lines for the vertical reactions at supports A and E and the shear and bending moment at point D of the frame shown in Fig. P8.16. 7 m B C A D E F 3 m. -5 m -5 m 3 m. FIG. P8.16
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- Q-2 Draw the influence lines for the vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown in Fig.2. 8 m 8 im 5 m Fig.24. Determine the reaction at support A for the cantilever beam as shown in Figure 4. If the couple moment at point B is moved to point C, would it affects the reaction at Point A? D. 12kN A OkNm, 10KN 60° 4m Fig. 4Problem 8.8 Draw the influence lines for vertical reactions at supports Band D and the shear and bending moment at point C of the beam shown. A B D E 5 m- -8 m- 8 m- 5 m- FIG. P8.8
- Problem 8.13 Draw the influence lines for the vertical reactions at supports A and E and the react moment at support E of the beam shown. Hinge B D E 4 m- 4 m- -4 m- -4 m- FIG. P8.13, P8.14, P8.15Draw the influence lines for the reactions at the supports for the beam shown in Fig. P14.12. Determine the influence line ordinates at 3-m intervals8.39 Draw the influence lines for the vertical reactions at sup- ports A, B, C, and the shear and bending moment at point E of the frame shown in Fig. P8.39. D -4 m- FIG.P8.39 B -4 m- F + 6 m G Hinge H 6 m T T 6 m 41
- Q2/A 500 N force acts on the box B.Resolve this force in two components ,one along (AO) and the other along (OB).Fig.Q2. im B Fig.02 2 m 500N otDraw the influence lines for the reactions at supports for the beam shown in Fig. 14.5(a).Draw the influence lines for the reactions at the supports and the shear and bending moment at point B of the beam shown in Fig. P14.1. Determine the influence line ordinates at 3-m intervals. Select the reaction at support C tobe the redundant
- Draw the influence lines for the reaction moments and the vertical reactions at supports A and F of the beam shown in Fig. P8.31.13.9 through 13.12 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.9-Pi3.12 using the method of consistent de- formations. Select the reaction at the interior support to be the redundant. 250 kN 250 kN B D 4 m -4 m 4 m -4 m E = 200 GPa I 600(109) mm FIG. P13.9, P13.30, P13.50